Test 2017-03-23-4-2 (CTM 670-December 2013) Summary

Project Information
Project IdentifiersProject ID: 211555
DEA: 044G5524
EFIS: 0415000087
DIST-CO-RTE-PM04-SOL-29-0.8/3.0
Work DescriptionCROSSWALK ENHANCEMENTS
Location DescriptionSOLANO COUNTY IN VALLEJO AT VARIOUS LOCATIONS BETWEEN CHERRY STREET AND ILLINOIS STREET
Sample Information
Sample Taken Date3/23/2017 Sample Unique Key4
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing3/27/2017
Sample typeQuality Assurance A brief description of the sampleFlash Welded Rebar Hoops
The quantity of what the sample constitutes4 From where was the sample collectedFabricator
First name of sampler or witnessed byEd Last name of sampler or witnessed byFleming
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameHarris Rebar Transportation Laboratory (TL) NumberC741363
Inspector Lot Number from the Transportation Laboratory (TL) FormB1014417 Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM5 - Welded Hoops Production or Authorization TestingAuthorization Testing
Service or UltimateUltimate Rebar Heat Number(s)582548
Hoop Manufacturer Lot Number(s)H04 Material Standard CodeASTM A706
Material Grade60 Rebar Size5
Diameter of Hoop2'-8" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerEvraz
Welding CompanyHarris Rebar Coating StandardsUncoated
Weld TypeFlash Welded
Test Details
DIME Sample ID: 2017-03-23-4
DIME Test ID: 2017-03-23-4-2
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Test Release Date: 2017-04-04
Test Results

Number of Samples: 1
Input Type: Measured
Tester's full name: Arnold
Date of test: 03/27/2017
UTM:400KIP
Temperature:70 F
NumSampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
12H04#5/16mm0.312711087450Bar BrokeArnold

General comments (publicly viewable) (Max 1000 characters): Bar Broke; OK Necking
Test Graph
Source: Partner Data Point File
Test graph for the Sample

Test was verified on 03/28/2017